Diversion Head Works

Ankur Choudhary, Lecturer

Department of civil engineering Lovely Professional University

DIVERSION HEAD WORK

Diversion Head Works

• The works, which are constructed at the head

of the canal, in order to divert the river water

towards the canal, so as to ensure a regulated

continuous supply of silt-free water with a

certain minimum head into the canal, are

known as diversion heads works.

Objective of Diversion Head Works

• To rise the water level at the head of the canal.

• To form a storage by constructing dykes (embankments) on both the banks of the river so that water is available throughout the year

• To control the entry of silt into the canal and to control the deposition of silt at the head of the canal

• To control the fluctuation of water level in the river during different seasons

Selection of Site for Diversion Head

Works

• At the site, the river should be straight and narrow

• The river banks should be well defined.

• The valuable land should not be submerged when the weir or barrage is constructed.

• The elevation of the site should be much higher than the area to be irrigated.

• The site should be easily accessible by roads or railways.

• The materials of construction should be available in vicinity of the site.

• The site should not be far away from the command area of the project, to avoid transmission loss.

Weir and Barrage

• It is a barrier constructed across the river to

raise the water level on the upstream side of

the obstruction in order to feed the main canal.

• The ponding of water can be achieved either

only by a raised crest across the river or by a

raised crest supplemented by gates or shutters,

working over the crest.

Weir

• If the major part or the entire ponding of water

is achieved by a raised crest and a smaller part

or nil part of it is achieved by the shutters, then

this barrier is known as a weir.

Fig: A typical cross-section of a modern concrete weir

Gravity and Non-gravity weirs

• When the weight of the weir (i.e. its body and floor) balances the uplift pressure caused by the head of the water seeping below the weir, it is called a gravity weir.

• On the other hand, if the weir floor is designed continuous with the divide piers as reinforced structure, such that the weight of concrete slab together with the weight of divide piers keep the structure safe against the uplift then the structure may be called as a non-gravity weir.

• In the latter case, RCC is to be used in place of brick piers

Barrage

• If most of the ponding is done by gates and a

smaller or nil part of it is done by the raised

crest, then the barrier is known as a barrage or

a river regulator.

Fig: A typical cross-section of a barrage

Choice between a weir and a barrage

• The choice between a weir and a barrage is largely governed by cost and convenience in working.

• A shuttered weir will be relatively cheaper but will lack the effective control possible in the case of a barrage.

• A barrage type construction can be easily supplemented with a roadway across the river at a small additional cost. Barrages are almost invariably constructed now-a-days on all important rivers.

Difference between Barrage and Weir

Afflux

• The rise in the highest flood level (HFL)

upstream of the weir due to construction of the

weir across the river is called.

Layout of a Diversion Head Works

and its components • A typical layout of a canal head-works is shown in figure

below. Such a head-works consists of:

• Weir proper

• Under-sluices

• Divide wall

• River Training works

• Fish Ladder

• Canal Head Regulator

• River Training Works e.g. Guide bank, Marginal bunds, spur and groyne etc.

• Shutters and Gates

• Silt Regulation Works

Weir Proper

• It is a barrier constructed across the river. It

aims to raise the water level in order to feed

the canal.

Under-sluices

• The under sluices are the openings provided at the base

of the weir or barrage. These openings are provided with adjustable gates. Normally, the gates are kept closed. The crest of the under-under sluice portion of the weir is kept at a lower level (1.15 m) than the crest of the normal portion of the weir. The suspended silt goes on depositing in front of the canal head regulator. When the silt deposition becomes appreciable the gates are opened and the deposited silt is loosened. The muddy water flows towards the downstream through the scouring sluices. The gates are then closed. But, at the period of flood, the gates are kept opened.

The main functions of under-sluices

are:

• To maintain a well defined deep channel approaching the canal head regulator.

• To ensure easy diversion of water into the canal through the canal head regulator even during low flow.

• To control the entry of silt into the canal

The divide wall

• The divide wall is a masonry or concrete wall constructed at right angle to the axis of the weir.

• The divide wall extends on the upstream side beyond the beginning of the canal head regulator; and on the downstream side, it extends upto the end of the loose protection of the under-sluices.

• The divide wall is a long wall constructed at right angles in the weir or barrage, it may be constructed with stone masonry or cement concrete. On the upstream side, the wall is extended just to cover the canal head regulator and on the downstream side, it is extended up to the launching apron.

The main functions of the divide

walls

• It separates the ‘under-sluices’ with lower crest level from the ‘weir proper’ with higher crest level.

• It helps in providing a comparatively less turbulent pocket near the canal head regulator, resulting in deposition of silt in this pocket and, thus, to help in the entry of silt-free water into the canal.

Fish Ladder

• It is device by which the flow energy can be dissipated in such a manner as to provide smooth flow at sufficiently low velocity, not exceeding 3 to 3.5 m/s.

• A narrow opening including suitable baffles or staggering devices in it is provided adjacent to the divide wall.

• The fish ladder is provided just by the side of the divide wall for the free movement of fishes.

Fish Ladder

• There are various types of fish in the river. The

nature of the fish varies from type to type. But

in general, the tendency of fish is to move

from upstream to downstream in winters and

from downstream to upstream in monsoons.

This movement is essential for their survival.

Due to construction of weir or barrage, this

movement gets obstructed, and is detrimental

to the fishes.

Fish Ladder

• In the fish ladder, the fable walls are

constructed in a zigzag manner so that the

velocity of flow within the ladder does not

exceed 3 m/sec

• The width, length and height of the fish ladder

depend on the nature of the river and the type

of the weir or barrage.

Canal Head Regulator or Head

sluices

• A structure which is constructed at the head of the canal to regulate flow of water is known as canal head regulator. It consists of a number of piers which divide the total width of the canal into a number of spans which are known as bays. The piers consist of number tiers on which the adjustable gates are placed. The gates are operated form the top by suitable mechanical device. A platform is provided on the top of the piers for the facility of operating the gates. Again some piers are constructed on the down stream side of the canal head to support the roadway.

Functions of Canal Head Regulator

• It regulates the supply of water entering the canal

• It controls the entry of silt in the canal

• It prevents the river-floods from entering the canal

• The water from the under-sluice pocket is made to enter the regulator bays, so as to pass the full supply discharge into the canal. The maximum height of these gated openings, called head sluices will be equal to the difference of Pond Level and Crest Level of the regulator.

Functions of Canal Head Regulator

• The entry of silt into the canal is controlled by keeping the crest of the head regulator by about 1.2 to 1.5 meters higher than the crest of the under-sluices.

• If a silt-excluder is provided, the regulator crest is further raised by about 0.6 to 0.7 meter.

• Silt gets deposited in the pocket, and only the clear water enters the regulator bays.

Fig: A typical section through a Canal Head Regulator (CHR)

Silt Regulation works

• The entry of silt into a canal, which takes off

from a head works, can be reduced by constructed certain special works, called silt control works .

These works may be classified into the following two types

(a) Silt Excluders

(b) Silt Ejectors

Silt Excluders

• Silt excluders are those works which are constructed on the bed of the river, upstream of the head regulator. The clearer water enters the head regulator and silted water enters the silt excluder. In this type of works, the silt is, therefore,, removed from the water before in enters the canal.

Silt Ejectors

• Silt ejectors, also called silt extractors, are those devices which extract the silt from the canal water after the silted water has traveled a certain distance in the off-take canal. These works are, therefore, constructed on the bed of the canal, and little distance downstream from the head regulator.